3.                  Noise IMPACT

 

Introduction

 

3.1               This section presents potential noise impacts associated with the construction and operation phases of the Project.  Helicopter noise during the operation phase would be a key issue in the study.  Noise sensitive receivers (NSRs) in the vicinity of the site were identified.  The potential noise impacts on the NSRs were predicted and mitigation measures considered and proposed. 

 

3.2               The assessment criteria, noise metric and methodology in assessing the noise impact arising from the operation of the Project were proposed and approval obtained from EPD, in accordance with the EIA Study Brief.

 

 

Environmental Legislation and Standards

 

Construction Phase

 

3.3               Noise impacts were assessed in accordance with the criteria and methodology given in the Technical Memoranda made under the Noise Control Ordinance (NCO) and EIAO-TM.

 

3.4               The NCO provides the statutory framework for noise control.  This defines statutory limits applicable to equipment used during the construction phase of the proposed works in the study area.  The NCO invokes three Technical Memoranda, which define the technical means for construction noise assessment:

 

·         Technical Memorandum on Noise from Construction Work in Designated Areas (DA-TM);

·         Technical Memorandum on Noise from Construction Work other than Percussive Piling (GW-TM); and

·         Technical Memorandum on Noise from Percussive Piling (PP-TM).

3.5               The NCO and the accompanying Technical Memoranda provide a mechanism for assessing noise levels and the statutory power to control noise.

 

3.6               Under the GW-TM, noise from construction activity is not restricted during the period 0700 - 1900 hours on weekdays, except public holidays. However, the EIAO-TM identifies a daytime general construction noise limit of 75 dB(A) Leq (30 minutes) for domestic premises, 70 dB(A) Leq (30 minutes) for educational institutes and places where unaided voice communication is required and 65dB(A) Leq (30 minutes) is allowed for school during examination period. This standard was used as assessment criteria in the construction noise assessment.

 

3.7               If construction activities are required to be carried out between 1900 and 0700 hours and all day on Sundays and public holidays, activities involving the use of powered mechanical equipment (PME) for construction work are prohibited unless a construction noise permit (CNP) has been obtained.  The Noise Control Authority would consider a well-justified CNP application, once filed, for construction works within restricted hours as guided by the relevant technical memorandum issued under the NCO.  The Noise Control Authority would take into account of contemporary conditions / situations of adjoining land uses and any previous complaints against construction activities at the site before making the decision to grant a CNP.  Nothing in this EIA Report shall bind the Noise Control Authority in making its decision.  If a CNP is to be issued, the Noise Control Authority shall include in the permit any condition he thinks fit.  Failure to comply with any such conditions would lead to cancellation of the CNP and prosecution action under the NCO.  A CNP could be granted provided that the Acceptable Noise Level (ANL) for the NSRs could be complied with.  ANLs are assigned depending upon the ASR.  The corresponding basic noise levels (BNLs) for evening and nighttime periods, together with a daytime standard, are given in Table 3.1.

 

 

 

Table 3.1           Construction Noise Criteria for Activity other than Percussive Piling

Time Period

Basic Noise Level (BNLs) (dB(A))

ASR A

ASR B

ASR C

Evening (1900 to 2300 hours) (1)

60

65

70

Night (2300 to 0700 hours)

45

50

55

Notes:   (1)  includes Sundays and Public Holidays during daytime and evening

            (2) ASR – Area Sensitivity Rating

 

 

3.8               If percussive piling is required for the Project in future, the Contractor shall obtain a valid CNP before undertaking.

 

 

Operation Phase

 

3.9               The Cap. 312 Civil Aviation (Aircraft Noise) Ordinance has provisions for helicopter noise control, as extracted below:

 

(1) If the Director considers it appropriate, for the purpose of avoiding, limiting or mitigating the effect of noise and vibration connected with the taking off or landing of aircraft at an aerodrome, to prohibit aircraft from taking off or landing, or to limit the number of occasions on which they may take off or land, at an aerodrome during certain periods, he may by notice in the Gazette-

(a)     prohibit aircraft of descriptions specified in the notice from taking off or landing at the aerodrome (otherwise than in an emergency) during periods so specified;

(b)     specify the maximum number of occasions on which aircraft of descriptions so specified may be permitted to take off or land at the aerodrome (otherwise than in an emergency) during periods so specified; or

(c)     determine the persons who shall be entitled to arrange for aircraft of which they are the operators to take off or land at the aerodrome during the periods specified under paragraph (b) and, in respect of each of those persons, the number of occasions on which aircraft of a particular description of which he is the operator may take off or land at the aerodrome during those periods.

              (Section: 6, Heading: Restrictions on landing and take off, Version Date: 30/06/1997)

 

3.10           The NCO does not have control over helicopter noise.  Under the EIAO, “a new helipad within 300m of existing or planned residential development” is a Designated Project under Schedule 2, Part I (B2) and requires an environmental permit under the EIAO for its implementation. 

 

Daytime (0700 – 1900 hours)

 

3.11           With regard to the assessment of operational helicopter noise impacts, the EIAO-TM designates acceptable noise levels based on the land uses at the NSRs.  Table 3.2 summarises the noise standards for daytime. 

 

 

 

 

 

 

 

 

 

 

 

 

Table 3.2          Standards for Helicopter Noise (0700 to 1900 Hours)

Common Uses

Helicopter Noise Lmax dB(A)

0700 to 1900 Hours

All domestic premises including temporary housing accommodation

85

Hotel and hostels

85

Offices

90

Educational institutional including kindergartens, nurseries and all others where unaided voice communication is required

85

Places of public Worship and courts of law

85

Hospital, clinics, convalescences and homes for the aged, diagnostic rooms, wards

85

              Note:  (1) The above standards apply to uses that rely on opened windows for ventilation.

(2) The above standards shall be viewed as the maximum permissible noise levels assessed at 1m from the external façade.

 

Evening Time (1900 – 2300 hours) & Night Time (2300 – 0700 hours)

 

3.12           With reference to the EIAO-TM, there are currently no specified evening time and night time assessment criteria for helicopter noise, and such criteria should be determined on a case by case basis. 

 

International Review

 

3.13           Therefore a literature review was conducted for the reference of this EIA study on the standards or criteria adopted in overseas countries for helicopter noise assessment (as detailed in Appendix 3.1).  With reference to overseas helicopter/aircraft studies, Ldn or Day-Night Average Sound Level (DNL) is commonly used as noise metric for helicopter noise criteria in Europe and North America.  DNL is a cumulative noise measure based on an average of all the sounds occurring during a typical 24-hour period.  DNL due to a particular sound source such as helicopter can be calculated from measurements or estimates of the sound exposure levels (SEL) of individual operations if the number and time of such operations during a 24-hour period are known.  The helicopter noise criteria established by the Federal Aviation Administration (FAA) also adopt DNL for determining compatible land uses in and around the vicinity of heliports. 

 

3.14           In general, the DNL adopted in overseas countries as helicopter noise criteria ranges from 50 – 65 dB(A), depending on site background noise levels.  More stringent noise criteria (lower than 60 dB(A)) are commonly applied to rural environment and residential areas, while higher noise criteria, DNL 60 – 65 dB(A), are applied to urban areas with high density of commercial buildings and major transport routes (such as Boston, San Francisco and Washington which are similar to present site).  A weighting factor, a 10 dB(A) penalty would be added to the noise criteria for late night time hours (usually defined as the hours from 2200 – 0700 hours) to compensate for sleep interference and other disruptions.

 

3.15           According to the published criteria under 14 Code of Federal Regulations by the FAA, 65 DNL dB is the threshold of significance for determining compatible land uses i.e. noise levels predicted at residential land uses more than 65 DNL is considered incompatible.   This criterion, 65 DNL dB is also adopted in the United State Department of Transport (DOT), Untied State Department of Housing and Urban Development (HUD) and United State Environmental Protection Agency (USEPA).

 

3.16           Other than DNL, equivalent sound level (Leq) over a specified period is also a common helicopter noise criteria adopted in overseas countries.  Leq is an average of all the sounds occurring during a specified period, but without any weighting factors for time periods.  A range of 57 – 72 dB(A) has been applied to urban areas overseas (e.g. California).

 

 

Assessment Criteria for this EIA Study

 

3.17           The operation hours of the proposed new helipad is the same as the existing helipad between 0800 to 2259 hours. 

 

3.18           The proposed new heliport is a Designated Project under Schedule 2 of the EIAO and therefore the specified day time Lmax assessment criteria in the EIAO-TM should be followed.  Other assessment criteria are proposed as appropriate for this EIA Study, with reference to the international review and the Project’s specific site condition. 

 

3.19           It should be noted that the existing MFT Helipad is an Exempted Designated Project and not governed by the EIAO. 

 

Daytime (0700 – 1900 hours)

 

3.20           The Lmax 85 dB(A) helicopter noise criteria during 0700 – 1900 as stipulated in the EIAO-TM should be applied to the daytime helicopter operation at the proposed new helipad. 

 

Evening Time (1900 – 2300 hours)

 

3.21           With reference to the helicopter noise criteria of overseas countries, DNL is used as helicopter noise criteria for a whole day.  However, the use of DNL as assessment criteria for the evening time would not be applicable in this case as DNL is based on the sound energy averaged over 24 hours.  There would be no helicopter operation at the proposed new helipad during night time period (after 2300 hours).  Instead, Leq over a specified period would be more appropriate as the assessment criteria to cover the evening operational period for this EIA study.  As the operation of helicopters at the proposed new helipad would not be later than 2300 hrs, it is recommended to adopt Leq (4 hours) as a noise metric for evening time helicopter noise limit for this study.

 

3.22           For references in establishing an appropriate Leq as evening time assessment criteria, helicopter noise surveys were conducted in January, March and April 2005 to collect data of the existing noise levels in the study area.  Measurements were conducted on representative locations[1] and based on worst case scenarios of the existing helicopters which are near the end of their life-cycle and noisier.  Based on the measurement data as detailed in Appendix 3.5 and the present flight frequency (refer to Table 3.6), the noise levels Leq (4 hours) during 1900 – 2300 hours at the closest NSRs including the Bauhinia, Ka On Building and Talon Tower were estimated.  Details results refer to Appendix 3.7.  Results indicated that the noise levels, Leq (4 hours) at these noise receivers ranged from 63 – 68 dB(A) during 1900 – 2300 hours based on different approach directions (east or west depending on wind directions) and the present flight frequency (16 movements during 1900 – 2300 hours).  If the existing MFT helipad is operated at the existing allowable flight frequency (22 movements during 1900 – 2300 hours), a maximum of noise level of up to Leq (4 hours) 69 dB(A) during 1900 – 2300 hours was estimated at the NSRs. 

 

3.23           The proposed expansion of heliport facilities at the MFT assessed in this EIA study is located in the urban Sheung Wan/Central area.  The study area within a 300m radius consists of high density, diversed developments including many large commercial/retail centres, highways and transport interchanges and several residential buildings.  The dominant noise sources of the study area are contributed from a number of heavily trafficked roads including Connaught Road Central and Queen’s Road Central.    The noise surveys on-site indicated a high background noise levels of Leq (4 hours) 70-73 dB(A).

 

3.24           Reviewing the site condition in the study area, the noisy environment (major commercial areas and busy road traffic) would be similar to modern city in foreign countries such as Boston, San Francisco and Washington. In addition with reference to the foreign noise research studies and Federal agencies, 65 dB(A) noise levels were often adopted as certain guidelines for residential land uses and environmental sound levels.  Therefore, it is proposed to adopt a noise assessment criterion of Leq(4hours) 65 dB(A) during 1900 – 2300 hours for the proposed new helipad in the evening time helicopter noise assessment of the present EIA Study.   

 

3.25           The recommended evening time assessment criterion of Leq (4 hours) 65 dB(A) is applied to the sensitive uses (as defined in the EIAO-TM) which rely on openable windows for ventilation.  It should be noted that this proposed noise assessment criterion is specifically established for the present EIA study of this Project, taking into account the local existing noise environment of the study area and therefore should not be applied to other helicopter related projects in future. 

 

3.26           As Leq(4 hours) is an average of all the sounds occurring during 4-hour period, it cannot fully reflect the single event during that period.  It is also recommended to include additional assessment criterion, Lmax 85 dB(A) for residential uses during 1900 – 2300 hours.

 

 

Description of the Environment

 

3.27           The MFT Building is located at the seafront of Sheung Wan which is an urban area with high density of commercial buildings.  The major existing noise source is traffic noise from the heavily trafficked Connaught Road, engine noise from Turbo Jet and helicopter noise from the existing helipad at MFT Building (also see Section 3.23 above).

 

 

Assessment Area & Noise Sensitive Receivers

 

Construction Phase

 

3.28           The assessment area for construction noise in the EIA Study will include all areas within 300m from the site boundary.  The nearest NSRs identified include the Bauhinia and Ka On Building.  It is expected that Shun Tak Centre would provide partial screening effect on these two NSRs, Figure 3.6 shows the screening effect from the Shun Tak Centre on the NSRs. 

 

Operation Phase

 

3.29           The assessment area for helicopter noise in the EIA Study will be the area within 300m from the project boundary and flight paths for the MFT Heliport within the Victoria Harbour area. 

 

3.30           Representative NSRs within the study area are identified in accordance with the requirement as mentioned in Section 3.4.1 of the EIA Study Brief and Annex 13 of the EIAO-TM, and the latest Outline Zoning Plans (Central District OZP (S/H4/12) dated 18 February 2003, Sai Ying Pun & Sheung Wan OZP (S/H3/20) dated 16 December 2003 and Kennedy Town & Mount Davis OZP (S/H1/14) dated 2 November 2004).  The selected representative noise sensitive receivers are affected by helicopter noise as they are located nearest to the helipad and helicopter flight path for MFT heliport.  If the NSRs, e.g. commercial buildings, are provided with central air-conditioning and do not rely on openable windows for ventilation, no adverse helicopter noise impacts would be expected on these sensitive receivers and therefore they would not be considered in the assessment.  In addition, some locations including affected parties along Shing Sai Road, New Praya Kennedy Town and Victoria Road (up to the boundary of the Central and Western District Constituency) and large residential estates which are adjacent to and along the flight paths to and from the MFT Heliport, are also identified.

 

3.31           As the helicopter would not fly eastward of the proposed new helipad (except during approach or take off), and the NSRs at the east of the helipad are provided with central air-conditioning and do not rely on openable window for ventilation, no significant helicopter noise impacts would be expected at these NSRs and therefore they are not included in the assessment.  Detailed information of representative NSRs are summarised in Table 3.3 and the locations are illustrated in Figure 3.1.

 

3.32           The assessment area would be reduced accordingly if the first layer of noise sensitive receivers, closer than 300m from the project boundary, provides acoustic shielding to those receivers located further away.  Figures 3.2 – 3.4 show the cross-sections to illustrate the acoustic shielding effect from first layer of NSRs to the second and third layer of sensitive receivers.  A view from the existing helipad at the MFT Building to the sensitive receivers and views from representative sensitive receivers/building next to representative receivers are attached in Appendix 3.2.

 

 

Table 3.3                    Locations of Representative Noise Sensitive Receivers         

 

NSR ID

Locations

Land Use

No. of Floors

Justification for selection

N1

Queen’s Terrace

Residential

55

The highest building comparing with the nearby NSRs.

N2

Hongway Garden

Residential

35

One of NSRs nearest to the helipad and has line of sight of the site.  Building height is higher comparing with nearby NSRs (5 – 10 storeys).

N3

Harmony Court

Residential

25

One of NSRs nearest to the helipad and has line of sight of the site.  Building height is higher comparing with nearby NSRs.

N4

Shun Loong Mansion

Residential

22

The highest building comparing with the nearby NSRs.

N5

The Bauhinia (Korea Centre)

Residential

/Commercial

13

One of the nearest NSRs to the helipad.

N6

Ka On Building

Residential

18

One of the nearest NSRs to the helipad.

N6a

Talon Tower

Residential

20

The first layer of NSRs to the helipad.

N7

Sea View Mansion

Residential

23

The first layer of NSRs to the helipad and its height is higher comparing with nearby NSRs.

N8

Po Fung Building

Residential

22

The highest building comparing with the nearby NSRs.

N9

Connaught Garden

Residential

30

The first layer of NSRs to the helipad and its height is higher comparing with nearby NSRs.

N10

Kwan Yick Building Phase III

Residential

24

The first layer of NSRs to the flight route and its height is higher comparing with nearby NSRs.

N11

Cheung Ling Mansion

Residential

22

The first layer of NSRs to the flight route and its height is higher comparing with nearby NSRs.

N12

Kwan Yick Building Phase II

Residential

20

The first layer of NSRs to the flight route and its height is higher comparing with nearby NSRs.

N13

Kong Chian Tower

Residential

23

The first layer of NSRs to the flight route.

N14

Kwan Yick Building Phase I

Residential

22

The first layer of NSRs to the flight route.  The building heights of nearby NSRs are similar levels and they have same angle of view to the flight route.

N15

Yip Cheong Building

Residential

15

N16

The Belcher’s

Residential

48

The highest building comparing with nearby NSRs.

N17

Bic Wah Court

Residential

21

The first layer of NSRs with direct line of sight to flight route without any screening.

N18

Kennedy Town Centre

Residential

34

The first layer of NSRs with direct line of sight to flight route without any screening.

N19

Manhattan Heights

Residential

48

The first layer of NSRs with direct line of sight to flight route without any screening.  The building height is the highest comparing with nearby NSRs, e.g. The Merton (Planned NSRs).

N20

Centenary Mansion

Residential

40

The first layer of NSRs with direct line of sight to flight route.  The building height is the highest comparing with nearby NSRs

N21

Cayman Rise

Residential

31

Highest building comparing with nearby NSRs.

N22

Hong Kong Institute of Vocation Education (Morrison Hill) Kennedy Town Centre

School

6

NSR located at a higher platform.

N23

Kung Man Village

Residential

3

NSR located at a higher platform.

N24

Serene Court

Residential

29

Highest building comparing with nearby NSRs and direct line of sight to flight route.

N25

Chee Sing Kok Social Centre of the Humanity Life and Staff Quarter

Social Centre and Residential

3

NSR located at a higher platform.

Note: Estimated number of total flats for the above noise sensitive receivers is about 4,500

 

3.33           In accordance with the site condition, the nearest NSRs including The Bauhinia, Ka On Building and Talon Tower, would be affected by all modes (Approach, Hovering, Idling and Take Off) of helicopter operations at the proposed new helipad as they are located within 500m from the proposed new helipad and are expected to be the worst affected NSRs during the operation of helicopter at the proposed new helipad.    Other NSRs which are identified in Table 3.3, would be expected to be affected by the helicopter passing by only as they are located far away from the proposed new helipad (at least 500m away) or they are the second or third layer of the NSRs which would be noise protected from the first layer of high rise buildings during operation of helicopter at the proposed new helipad.  In order to evaluate the impact from helicopter passing by, other than the above identified three NSRs, Hongway Garden (N2), Harmony Court (N3) and Sea View Mansion (N7), would be the nearest NSRs to the flight path and are selected for quantitative assessment.  Table 3.4 summarises the six selected assessment points that represent all the identified NSRs for carrying out quantitative noise assessment in the EIA Study.  If no noise exceedance of daytime noise criterion and proposed evening time noise criteria is found for these six assessment points, other NSRs as identified in Table 3.3 would also comply with the criteria.

 

Table 3.4          Summary of Assessment Points

 

NSR ID

Locations

Land Use

No. of Floors

Mode of helicopter operation to be assessed

N2

Hongway Garden

Residential

35

Passing by

N3

Harmony Court

Residential

25

Passing by

N5

The Bauhinia

Residential

/Commercial

13

Approach, Hovering, Idling and Take Off

N6

Ka On Building

Residential

18

Approach, Hovering, Idling and Take Off

N6a

Talon Tower

Residential

20

Approach, Hovering, Idling and Take Off

N7

Sea View Mansion

Residential

23

Passing By

 

Identification of Potential Impact

 

Construction Phase

 

3.34           The proposed new helipad would be built on the roof-top of the existing Inner Pier at the MFT.  There would not be any demolition of existing structures for the helipad expansion works, and site formation or earthworks would not be required for the Project.  The only construction activity for the Project which could be a potential source of construction noise would be:

 

·         Piling for support the steel framework structure for proposed new helipad;

·         Reinforcement works for the proposed new helipad and the minor expansion of existing helipad.

 

3.35           In view of the limited scale of the project works and screening effect from Shun Tak Centre, significant construction noise impact on the nearest NSRs, would not be expected. 

 

3.36           The construction activities would be undertaken during non-restricted hours based on the existing construction programme.    If the Contractor would carry out the construction activities during restricted hours if required in future, the Contractor shall apply the CNP from the Noise Control Authority for activities involving the use of powered mechanical equipment (PME). 

 

Operation Phase

 

3.37           Helicopter noise from the operation of the proposed Project would be a key concern to the NSRs in vicinity of the site, comprising cumulative impacts from the existing helipad and new helipad at MFT.  The Sheung Wan Domestic Heliport project was suspended, and therefore no potential cumulative helicopter noise impact is anticipated from other existing/potential helicopter operations in the vicinity of the study area of the Project.

 

Assessment Methodology

 

Construction Phase

 

3.38           The construction works for the expanded heliport are tentatively estimated to commence in mid 2006 for completion in end 2007.  The construction would comprise construction of the heliport with a tentative duration of 18 months. 

 

3.39           The methodology outline in the GW-TM has been used for the assessment of construction noise.  Powered Mechanical Equipment (PMEs) used for the different construction tasks opined by the engineer is presented in Table 3.5.  It was assumed that the on-time operated for all PMEs would be 100%.  The plant inventory has been confirmed by the proponent as being practicable for completing the works within the schedule timeframe.

 

Table 3.5          Powered Mechanical Equipments Used During Construction Phase

 

Powered Mechanical Equipment

Reference

No. of Plant

Sound Power Level dB(A)

Crane, tower (electric)

CNP 049

1

95

Derrick Barge

CNP 061

1

104

Generator

CNP 102

1

100

Air Compressor

CNP 002

1

102

Breaker, hand-held

CNP 026

1

114

Concrete mixer (electric)

CNP 045

1

96

Concrete Pump

CNP 047

1

109

Poker, vibratory, hand-held

CNP 170

1

113

Welding Set

1

2

78

              Note: 1 – According to the information from Spur Line EIA Report

 

3.40           It was assumed that all PMEs required for a particular construction activity were located at the notional or probable source position of the segment where such activity was performed.  The assessment was based on the cumulative SWL of PME likely to be used for each location, taking into account the construction period in vicinity of the receiver location.  As a worst case scenario, the PMEs of each construction phase were assumed to be operated concurrently at any given time.  The sound pressure level of each construction phase was calculated, depending on the number of plant, their on-time percentage of operation and their distance from receivers.  A positive 3 dB(A) façade correction was added to the predicted noise levels in order to account for the façade effect at the NSR.

 

3.41           There is no other project to be constructed concurrently within the study area of this Project.

 

Operation Phase

 

Type of Helicopters

 

3.42           In accordance with the information provided by CAD, potential helicopter types that would be used at MFT Heliport include:

·         Sikorsky S76C+, currently in use at the existing MFT helipad;

·         Sikorsky S92, potentially be used at the proposed new helipad at MFT upon expansion;

·         Aerospatiale AS355N Ecureuil (Twin Squirrel); potentially be used at the proposed new helipad at MFT upon expansion; and

·         Bell AB139, potentially be used at the proposed new helipad at MFT upon expansion

 

3.43           Apart from Sikorsky S92 and Bell AB139, the other two types of helicopters have been operated in Hong Kong.   In accordance with the manufacturer’s noise data and the measurement data, the noise level arising from Sikorsky S76C+ is higher than Twin Squirrel and Bell AB139 in all modes of helicopter operation (Refer to Appendix 3.3).  Helicopter noise impact assessment would therefore focus on the operation of Sikorsky S76C+ at the existing/proposed new helipad and Sikorsky S92 at the proposed new helipad as a worst case scenario in the EIA study.  Due to the limited size of existing helipad, Sikorsky S92 cannot land on the existing helipad at MFT Building.

 

Frequency of Services and Time of Operation

 

3.44           The maximum capacity of each helipad at MFT would provide 8 movements per hour.  Therefore, the maximum capacity for the two helipads upon expansion would be 16 movements per hour during 0800 – 1800 hrs in the future.  According to the Local Traffic Regulations of Aeronautical Information Publication – Hong Kong (AIP), the current restrictions on the existing MFT Helipad are as follows:

 

§       The allowable operation period is between 08:00 and 22:59 everyday

§       No more than 3 landings & 3 take-offs per hour between 18:01 & 22:59

§       No more than 14 landings & 14 take-offs between 18:01 & 22:59

§       No flight after 23:00

 

3.45           It is assumed that the operation hours of the MFT heliport upon expansion will remain as 0800 to 2259 hours everyday in future.  As required in the EIA study brief, the existing helipad and proposed new helipad operating at the maximum allowable operation period and capacity to meet traffic demand in future would be used as a worst case scenario in the assessment.  Table 3.6 presents the current and future operation mode of the existing MFT helipad and proposed new helipad.   

 

 

Table 3.6          Current and Future Operation Mode of the Existing MFT Helipad and Proposed new helipad

 

Item

Current Operation Mode(1)

(Existing Actual Condition)

Current Operation Mode

(Allowable Condition)

 

Future Operation Mode (2)

Flight frequency

Time: 0900-19:00

 

Existing Helipad – 38 movements

 

 

Time: 0800-1900

 

Existing Helipad – 86 movements (design capacity)

Time: 0800-19:00

 

Existing Helipad – 86 movements (design capacity)

Proposed New Helipad – 86 movements (design capacity)

Time: 19:01 – 22:59

 

Existing Helipad - 16 movements

 

 

 

 

Time 19:01 – 22:59

 

Existing Helipad – 22 movements

 

 

 

Time: 19:01 – 22:59

 

Existing Helipad + Proposed New Helipad – maximum 34 movements.

 

Details refer to Appendix 3.9

Type of Helicopter

Sikorsky S76C+

Sikorsky S76C+

Potential helicopter types: Sikorsky S76C+, Sikorsky S92, Aerospatiale AS355N Ecureuil (Twin Squirrel), Bell AB139, etc.

 

              Note:  (1) Based on the frequency of helicopter movements obtained from the existing helicopter operator at MFT Helipad.

                        (2) As a worst case scenario, the operation hours are from 0800 – 2259 and maximum                    capacity of 8 movement per hour per helipad are assumed.

Flight Path

 

3.46           According to the information provided by CAD, the most commonly used separation standards are vertical separation, 1000 feet between 2 aircraft or geographical separation.  There is not a finite horizontal separation distance between 2 helicopters.  However, as advised by CAD, a helicopter operating west of Macau Ferry Pier is separated from another helicopter operating east of North Point.  For the same direction of flight, if two helicopters are both tracking westbound over the harbour, the one from North Point (following the other helicopter) can be cleared to Wan Chai Ferry Pier when the other helicopter has passed Macau Ferry Pier.   It is considered that the minimum distance between two helicopters during flying as quoted in the above case would be approximately 2km and serves as a reference. 

 

3.47           According to the requirement of International Civil Aviation Organization (ICAO), the airspace around heliports is required to be maintained free from obstacles so as to permit the intended helicopter operations at the heliport to be conducted safely.  The minimum angles between the approach and takeoff routes should be at least 150 degrees.  The indicative flight paths from/to the proposed new helipad at MFT, which fulfil the required requirements and pose the minimum noise impact to the surrounding environment, are presented in Figure 3.5. 

 

Helicopter Noise Emission Data

 

3.48           The noise emissions from the helicopter will be different depending on different helicopter types and modes of operation, including approach, hovering, idling on the ground and departure from the helipads.  The certification noise data for helicopter S76C+ is attached in Appendix 3.3.  Noise measurements for helicopters S76C+ operated at existing MFT helipad were also conducted so as to obtain the noise emission data (Leq and Lmax) at the actual site condition in terms of number of passengers carried in the helicopters.  A conservation assumption has been adopted as the measured existing S76C+ helicopters are at an old stage and noisier. The measurement methodology is presented in Appendix 3.4.

 

3.49           Helicopter noise surveys were conducted on 15 & 27 January 2005, 23 March 2005 and 4 April 2005.   The noise levels, Lmax and Leq, at the representative sampling locations were measured during different modes (including Approach, Hovering, Idling and Takeoff) of helicopter S76C+ operation.  The measurement results and the flight details at MFT are summarised in Appendix 3.5.  Comparing with the certification noise data and survey data, measured noise levels were higher, and were therefore adopted for assessment in the EIA Study as a conservative approach.   The noise levels predicted at the NSRs due to helicopter passing-by was determined based on the certification noise data.

 

3.50           The above measurement data for S76C+ were not measured under a full-load condition in terms of number of passengers carried in the helicopters.  To be conservative, adjustments to the measured noise levels need to be made for full load condition in the noise prediction.  The number of passengers for each movement of S76C+ during measurement is provided by CAD.  The weighting adjustment would make reference to “Consultancy Study on Helicopter Traffic Demand and Heliport Development in Hong Kong”.  The correction factor for adjusting to full-load condition was based on the following equation:

 

Correction for full loading, dB(A) = 10 x log (Wf / Wi)

where    Wf refers to gross weight under full loading condition

            Wi refers to gross weight during measurement

 

3.51           Maximum capacity of S76C+ is 12 passengers and a pilot. The gross weight of S76C+ under empty condition is 3731 kg.    Assuming the weight of each passenger is 70 kg, the additional sound pressure levels for helicopter S76C+ are as follows:

 

 

Table 3.7          Adjusted Helicopter Noise Level for S76C+ under Full-Load Condition

 

Operation Mode

Gross Weight under Empty Condition, kg

Adjusted Gross Weight under Full Load Condition, kg

S76C+

3731

4641

 

3.52           Except the weighting adjustment, background noise levels were also excluded in the measured noise level before adoption for calculation.

 

3.53           The noise levels at the representative NSRs due to helicopter S76C+ / S92 flying along the flight path were calculated based on certification noise data, with the full loading weighting adjustment. 

 

3.54           As the helicopter type of S92 is not on the market yet, it is therefore not possible to conduct on-site measurement to obtain the noise emission data.  According to the information provided by the helicopter manufacturer in February 2004, they conducted a study for comparison of measurement noise data for helicopter S92 and S76C+ during Approach and Takeoff.  Results indicated that the Lmax of S92 was 2.9 dB(A) higher than S76C+ during Approach mode of operation; while the difference in Lmax between S92 and S76C+ during Takeoff mode of operation was not more than 0.1 dB(A).  The detail information is attached in Appendix 3.3.  As a conservative approach, the noise levels at the selected NSRs due to operation of helicopter S92 were estimated based on the corrected noise levels of S76C+ at these NSRs with full loading and the noise difference between the S76C+ and S92 from the manufacturer’s information, rather than make reference to the certification data (refer to Appendix 3.3). 

 

3.55           To determine the noise impacts arising from the operation of helicopter S92 at the representative NSRs during evening hours (1900 – 2259), the Leq at the representative NSRs would be calculated based on the measured Leq of S76C+ (with full loading correction) and the noise difference between the helicopter S76C+ and S92 from the manufacturer’s information.

 

Assessment Scenarios

 

3.56           The daytime and evening time helicopter noise impact due to current operation mode of the existing MFT helipad and future operation mode of proposed new helipad, as well as the cumulative noise impact from existing helipad and proposed new helipad at MFT Building were assessed.  As the project for Sheung Wan Helipad is suspended, there is no potential cumulative daytime and nighttime helicopter noise impacts from other existing/potential helicopter operations in the vicinity of the Project    

 

3.57           In general, the specific operational modes associated with helicopter flight would include:  

 

(a)    Approach;

(b)   Take-off;

(c)    Passing by;

(d)   Idling;

(e)    Hovering;

(f)     Touch-down; and

(g)    Lift-off

 

3.58           Due to the extremely rapid changes between each operational mode and the directivity of this particular noise source, the modes of helicopter operation were combined into “six” modes for assessment.  These six modes are as follows:

 

(a)    Approach = Approach

(b)   Hovering + Touch Down =  Hovering to Landing

(c)    Idling = Idling;

(d)   Lift-off + Hovering = Hovering to Take Off

(e)    Take-off  = Take-off

(f)     Passing by = Passing by

 

 

Current Operation Mode of Existing MFT Helipad

 

3.59           The existing helicopter noise impacts at the identified assessment points (The Bauhinia, Ka On Building and Talon Tower) for all modes of helicopter operation including approach, hovering, idling, takeoff, were assessed in term of Lmax during daytime and; Lmax and Leq (4 hours) during evening time period, making reference to the existing flight frequency and the type of helicopter used, and the on site measurement noise data.  The noise impacts arising from passing-by was also assessed for the above three NSRs, in addition to NSRs at Hongway Garden, Harmony Court and Sea View Mansion.  The assessment scenarios for existing MFT Helipad are summarised in Table 3.8.

 

            Table 3.8          Assessment Scenarios for Existing MFT Helipad

 

Scenario

Existing Helipad

Scenario 1a

S76C+ Approach/Hovering/Idling/Takeoff

(Flight Path: Approach from the East and Takeoff to the West)

Scenario 1b

S76C+ Approach/Hovering/Idling/Takeoff

(Flight Path: Approach from the West and Takeoff to the East)

Scenario 1c

S76C+ Passing-by along the flight path

 

 

   Future Operation Mode of Proposed MFT Helipad

 

3.60           The potential daytime and evening time noise impacts arising from the proposed new helipad at the identified assessment points were assessed based on the worse case scenarios (i.e. maximum capacity of the helipad and allowable number of movements during evening period).  The noise impacts arising from all modes of helicopter operation including helicopter S76C+ and S92 were assessed.  The worst case scenarios considered in the assessment for daytime and evening time period, in terms of Lmax and Leq (4 hours), are summarised in Table 3.9.

 

 

            Table 3.9          Assessment Scenarios for Proposed New MFT Helipad

 

Scenario

Proposed new helipad

Scenario 2a

S76C+ Approach/Hovering/Idling/Takeoff (Flight Path: Approach from the East and Takeoff to the West)

Scenario 2b

S76C+ Approach/Hovering/Idling/Takeoff

(Flight Path: Approach from the West and Takeoff to the East)

Scenario 2c

S76C+ Passing-by along flight path

Scenario 2d

S92 Approach/Hovering/Idling/Take Off (Flight Path: Approach from the East and Takeoff to the West)

Scenario 2e

S92 Approach/Hovering/Idling/Take Off (Flight Path: Approach from the West and Takeoff to the East)

Scenario 2f

S92 Passing-by along flight path

 

 

   Cumulative Impact from Proposed New MFT Helipad & Existing Helipad

 

3.61           As informed by CAD, only one helicopter will be allowed to land or hover or depart at any one time, with one helicopter idling at the other helipad due to the flight safety requirement.

 

3.62           In this assessment, the cumulative noise impacts generated from the operation of helicopters at the proposed new helipad together with the existing one at MFT would be assessed under the worst-case scenario.  The noise levels at the three representative NSRs including The Bauhinia, Ka On Building and Talon Tower, in term of Lmax during daytime and; Lmax and Leq (4 hours) during evening time, would be calculated and the assessment scenarios are presented in Table 3.10. 

 

 

Table 3.10        Assessment Scenarios for Cumulative Noise Impact from both Existing and Proposed MFT Helipads

 

Scenario

Existing Helipad

Proposed new helipad

Scenario 3a

S76C+ Idling

S76C+ Approach / Hovering / Takeoff

(Fight Path: Approach from the East and Takeoff to the West)

Scenario 3b

S76C+ Idling

S76C+ Approach / Hovering / Takeoff

(Fight Path: Approach from the West and Takeoff to the East)

Scenario 3c

S76C+ Idling

S92 Approach / Hovering / Takeoff

(Fight Path: Approach from the East and Takeoff to the West)

Scenario 3d

S76C+ Idling

S92 Approach / Hovering / Takeoff

(Fight Path: Approach from the West and Takeoff to the East)

Scenario 4a

S76C+ Approach / Hovering / Takeoff

(Fight Path: Approach from the East and Takeoff to the West)

S76C+ Idling

Scenario 4b

S76C+ Approach / Hovering / Takeoff

(Fight Path: Approach from the West and Takeoff to the East)

S76C+ Idling

Scenario 4c

S76C+ Approach / Hovering / Takeoff

(Fight Path: Approach from the East and Takeoff to the West)

S92 Idling

Scenario 4d

S76C+ Approach / Hovering / Takeoff

(Fight Path: Approach from the West and Takeoff to the East)

S92 Idling

             

3.63           As the flight path has already avoided noise sensitive land uses, no flyover zone restriction would need to be considered in the assessment.

 

3.64           For determination of helicopter noise impact to NSRs during 1900 to 2300 hours, the Lmax and Leq (4 hrs) at the three assessed NSRs including the Bauhinia, Ka On Building and Talon Tower would be calculated based on the maximum number of 22 movements of helicopter S76C+ on the proposed new helipad during that period.  Regarding the operation of S92 at the proposed new helipad, the number of allowable helicopter movements would be estimated so as to comply with the proposed evening time noise limit. 

 

3.65           Screening effect of the Shun Tak Centre during different modes of operation such as hovering and idling modes was taken into account for the noise assessment at the assessed NSRs.  A plan, which demonstrate the screening effect from the Shun Tak Centre on the NSRs are presented in Figure 3.6.  Details for correction of screening effect is addressed in Section 3.68.

 

 

Evaluation of Potential Impact

 

Construction Phase

 

3.66           The nearest NSR in the vicinity of the construction site is the Bauhinia, which is located at 175m from the work boundary of the proposed new helipad.  Shun Tak Centre, which is sited between the proposed new helipad and the Bauhinia, would produce at least 5 dB(A) noise screening effect.

 

3.67           The predicted noise level at the Bauhinia during construction works for proposed new helipad is presented in Table 3.11.  Results indicated that the nearest NSRs to the work areas would comply with the daytime construction noise criterion of 75 dB(A).   It is expected that other NSRs located further away from the work sites would also comply with the standard.

 

Table 3.11        Unmitigated Construction Noise Levels at Representative NSR

 

NSR

Distance between NSR and notional source position

Sound Power Level dB(A)

Sound Pressure Level dB(A) #

The Bauhinia

175 m

117.7

62.8

              Note: # - attenuation of 5 dB(A) due to screening effect from Shun Tak Centre was considered in the predicted noise levels.

 

Operation Phase

 

3.68           The predicted helicopter noise levels at the assessed NSRs due to helicopters operating at the existing and proposed new helipads were calculated based on the measurement data of helicopter S76C+ operated at the existing helipad and the manufacturer data provided by the current helicopter operator, taking into account distance correction and correction from screening effect.  As the proposed new helipad is located behind Shun Tak Centre, the correction due to screening effect for the three assessed NSRs applied in the assessment are summarised in Tables 3.12.

 

Table 3.12        Noise Correction due to Screening Effect for Assessed NSRs when Helicopter Operating at the Proposed new helipad

 

NSR

Approach

Hovering

Idling

Take Off

Remarks

Flight Path: Approach from the East and Takeoff to the West

The Bauhinia (N5)

No correction due to screening effect

Totally screen by Shun Tak Centre; negative correction of 10 dB(A)

Totally screen by Shun Tak Centre; negative correction of 10 dB(A)

No correction due to screening effect

Measurement on Harbour Commercial Building which have direct line of sight to the existing helipad during all modes of helicopter operations.

Ka On Building (N6)

No correction

Totally screen by Shun Tak Centre; negative correction of 5 dB(A)

Totally screen by Shun Tak Centre; negative correction of 5 dB(A)

No correction

Ka On Building could not view the whole process of approach (from the east), hovering and idling mode of helicopter at existing helipad during measurement due to partial screen from Shun Tak Centre ; no correction for approach mode and negative correction of 5 dB(A) for hovering & idling in the calculation.

Talon Tower (N6a)

No correction due to screening effect

No correction due to screening effect

No correction due to screening effect

No correction due to screening effect

-

Flight Path: Approach from the West and Takeoff to the East

The Bauhinia (N5)

No correction due to screening effect

Totally screen by Shun Tak Centre; negative correction of 10 dB(A)

Totally screen by Shun Tak Centre; negative correction of 10 dB(A)

No correction due to screening effect

Measurement on Harbour Commercial Building which have direct line of sight to the existing helipad during all modes of helicopter operations.

Ka On Building (N6)

No correction due to screening effect

Totally screen by Shun Tak Centre; negative correction of 5 dB(A)

Totally screen by Shun Tak Centre; negative correction of 5 dB(A)

No correction

Ka On Building could not view the whole process of idling, hovering and take off (to the East) due to partial screen by Shun Tak Centre during measurement, no correction for measured noise level for take off mode and negative correction of 5 dB(A) for hovering & idling in the calculation.

Talon Tower (N6a)

No correction due to screening effect

No correction due to screening effect

No correction due to screening effect

No correction due to screening effect

-

 

3.69           Detailed assessment results for all studied scenarios are presented in Appendices 3.6 and 3.7.   The predicted noise levels Lmax during 0800 – 2300 hours and Leq (4 hours) during 1900 – 2300 hours at the assessed NSRs for existing operation mode and future operation mode are described as following paragraphs.  The predicted noise levels arising from the proposed new helipad and both existing and proposed new helipads were compared against the daytime helicopter noise criteria of Lmax 85 dB(A) under the EIAO-TM and proposed evening time (1900 – 2300 hours) noise limits of Leq (4 hours) 65 dB(A) and Lmax 85 dB(A).

 

Current Operation Mode of Existing MFT Helipad

 

3.70           Based on the measurement results with appropriate distance correction, the noise levels Lmax at representative assessment points during 0800 to 2300 hours would be 75 – 86 dB(A).  The noise levels Leq (4 hours) at the representative assessment points during 1900 – 2300 hours would be 63 – 68 dB(A) based on the existing flight frequency and 64 – 69 dB(A) based on current allowable condition.  The results are summarised in Tables 3.13 and 3.14 respectively.  Detailed calculations are presented in Appendices 3.6 and 3.7.  

 

Table 3.13        Predicted Noise Levels, Lmax, during 0800-2300 hours for Existing Operation Mode

 

Scenario

Noise Source

Predicted Noise Level, Lmax dB(A)*

The Bauhinia

Ka On Building

Talon Tower

Hongway Garden

Harmony Court

Sea View Mansion

1a

S76C+ at Existing Helipad (Approach from East)

84 (Hovering to landing)*

82

(Take off)*

82 (Hovering to landing)*

-

-

-

1b

S76C+ at Existing Helipad (Approach from West)

84 (Hovering to takeoff  )*

86 (Hovering to landing)*

84 (Hovering to landing)*

-

-

-

1c

S76C+ Passing-by

80

83

83

82

80

80

              Note: * Worst case scenario

 

 

Table 3.14        Predicted Noise Levels, Leq (4 hours), during 1900-2300 hours for Existing Operation Mode (based on Current and Maximum Allowable Number of Movement)

 

Flight Path

Predicted Noise Level, Leq(4hours) dB(A)

The Bauhinia

Ka On Building

Talon Tower

S76C+ operated at existing helipad (16 movements during 1900 - 2259)

Approach from the East and Takeoff to the West

66

63

65

Approach from the West and Takeoff to the East

67

68

65

S76C+ operated at existing helipad (22 movements during 1900 - 2259)

Approach from the East and Takeoff to the West

68

64

66

Approach from the West and Takeoff to the East

69

69

67

 

 

Future Operation Mode of Proposed New MFT Helipad

 

3.71           Assessment results indicated that the noise levels Lmax at representative assessment points during 0800 to 2300 hours due to operation (different modes of operation and flight directions) of helicopter S76C+ would be 67 – 85 dB(A) (see Appendix 3.6).  The predicted noise levels Leq (4 hours) at the representative assessment points during 1900 – 2300 hours would be 61 – 65 dB(A).  Therefore, the operation of helicopter S76C+ or the helicopter with its noise emission level less than helicopter S76C+, such as AB 139, at the proposed new helipad would comply with the assessment criteria.  If no noise exceedance of daytime noise criterion and proposed evening time noise criteria is found at these six representative assessment points due to the proposed new helipad operation, other NSRs located at the coastal area within 300m of the Project boundary and along the flight paths in the Western District would also comply with the criteria. The predicted noise levels for each scenario are summarised in Table 3.15 and Table 3.16.  Detailed assessment results are presented in Appendices 3.6 and 3.7. 

 

3.72           Regarding the operation of helicopter S92 at the proposed new helipad, the predicted noise level Lmax at the representative assessment points during 0800 to 2300 hours would be 70 – 86 dB(A).  The predicted noise levels Leq (4 hours) at the representative assessment points during 1900 – 2300 hours would be 62 – 67 dB(A).  Results indicated that the predicted noise levels at NSRs would not comply with the daytime noise criteria of Lmax stipulated in the EIAO-TM and evening time assessment criteria when helicopter S92 approaching from the west, therefore, helicopter S92 was recommended not to be operated at the proposed new helipad preventing excessive noise impacts to the nearest NSRs in vicinity of the helipad.  The result table for helicopter S92 is presented in Appendix 3.8.

 

3.73           The noise contour (refer to Figures 3.7), in terms of Lmax, would be provided for the Scenario 2a/2b (S76C+ operating (hovering to take off) on the proposed new helipad at MFT Building) which would be the highest predicted noise levels when the helicopter operating at the proposed new helipad only.

 

 

Table 3.15        Predicted Noise Levels, Lmax, during 0800-2300 hours for Future Operation Mode of Proposed New MFT Helipad

 

Scenario

Noise Source

Predicted Noise Level, Lmax dB(A)*

The Bauhinia

Ka On Building

Talon Tower

Hongway Garden

Harmony Court

Sea View Mansion

2a

S76C+ at Proposed new helipad (Approach from East)

83 (Takeoff)*

80 (Takeoff)*

81 (Hovering to landing)*

-

-

-

2b

S76C+ at Proposed new helipad (Approach from West)

85 (Takeoff)*

83 (Approach)*

82 (Hovering to landing*

-

-

-

2c

S76C+ Passing-by

80

83

83

82

80

80

              Note: * Worst case scenario

 

 

 

 

 

 

 

Table 3.16        Predicted Noise Levels, Leq (4 hours), during 1900-2300 hours for Future Operation Mode of Proposed new helipad

 

Flight Path

Predicted Noise Level, Leq(4hours) dB(A)

The Bauhinia

Ka On Building

Talon Tower

S76C+ operated at proposed new helipad (22 movements during 1900 – 2259)

Approach from the East and Takeoff to the West

64

61

65

Approach from the West and Takeoff to the East

65

65

65

 

   Cumulative Impact from Existing Helipad & New Helipad at MFT

 

3.74           The predicted maximum noise levels, Lmax, at representative assessment points due to cumulative noise impacts from helicopter S76C+ operation at the existing and new helipads are summarised in Table 3.17.  The assessment results show that the Lmax 85 dB(A) criteria (daytime and evening time) would be met, except a slight noise exceedance at Ka On Building in Scenario 4b (S76C+ hovering to landing at the existing helipad and S76C+ idling at proposed new helipad), due to helicopter noise from the operation at the existing helipad as previously shown in Table 3.13.  Detailed assessment results are presented in Appendices 3.6 and 3.7.  

 

3.75           Regarding the cumulative helicopter noise impact during evening time, the maximum allowable number of helicopter movements at  the existing and new helipads was assessed so as to comply with the following conditions.

 

(i)                   The noise level from helicopter S76C+ operation at the new helipad would not exceed the criterion of Leq (4 hour) 65 dB(A);  and

 

(ii)                 The cumulative noise levels from the existing and new helipads at the individual NSRs would not be worse than the existing allowable helipad operation conditions (22 movements during 1900 – 2259 hours) by 1.0 dB(A).

 

3.76           The predicted maximum noise levels, Leq (4 hours) during 1900 – 2300 hours, at representative assessment points due to cumulative noise impacts from helicopter S76C+ operation at both existing and new helipads are presented in Appendix 3.9, demonstrating different combinations of flight schedule at the existing and new helipads which would comply with the two conditions stipulated in Section 3.75.

 

3.77           The noise contours (refer to Figures 3.8), in terms of Lmax, are provided for the Scenario 3a/3b (S76C+ hovering on the proposed new helipad and S76C+ Idling on the existing helipad at MFT Building), which would be the highest predicted noise levels in the cumulative scenarios.        

 

 

 


Table 3.17        Predicted Noise Levels, Lmax during 0800 to 2300 hours, for Future Operation Mode of Both Existing and Proposed New MFT Helipads

 

Scenario

Noise Source

Predicted Noise Level, Lmax dB(A)

The Bauhinia

Ka On Building

Talon Tower

Proposed new helipad

Existing Helipad

Total

Proposed new helipad

Existing Helipad

Total

Proposed new helipad

Existing Helipad

Total

3a

S76C+ (Idling) at Existing Helipad & S76C+ at Proposed new helipad (Approach from East)

83 (Takeoff)*

76 (Idling)

84

80 (Takeoff)*

77 (Idling)

82

81 (Hovering to landing)*

79 (Idling)

83

3b

S76C+ (Idling) at Existing Helipad & S76C+ at Proposed new helipad (Approach from West)

85 (Takeoff)*

78 (Idling)

85

83 (Approach)*

78 (Idling)

84

82 (Hovering to landing)*

77 (Idling)

83

4a

S76C+ at Existing Helipad (Approach from East) & S76C+ (idling) at Proposed new helipad

67 (Idling)

84 (Hovering to landing)*

84

70 (Idling)

82 (Takeoff)*

83

77 (Idling)

82 (Hovering to landing)*

83

4b

S76C+ at Existing Helipad (Approach from West) & S76C+ (idling) at Proposed new helipad

69 (Idling)

84 (Hovering to takeoff)*

84

72 (Idling)

86 (Hovering to landing)*

86

75 (Idling)

84 (Hovering to landing)*

84

              Note:  Asterisked values are assessed for the worst case scenario

 

 

 

 

 

 


 

Mitigation Measures

 

Construction Phase

 

3.78           The following good site practices are recommended to be implemented during construction to minimise construction noise nuisance and ensure compliance with the EIAO-TM and NCO criteria at the NSRs: 

 

·         Only well-maintained plant should be operated on-site and plant should be serviced regularly during the construction programme;

·         Silencers or mufflers on construction equipment should be utilised and should be properly maintained during the construction programme;

·         Mobile plant, if any, should be sited as far away from NSRs as possible;

·         Machines and plant (such as trucks) that may be in intermittent use should be shut down between work periods or should be throttled down to a minimum;

·         Plant known to emit noise strongly in one direction should, wherever possible, be orientated so that the noise is directed away from the nearby NSRs;

·         Material stockpiles and other structures should be effectively utilised, wherever practicable, in screening noise from on-site construction activities.

 

Operation Phase

 

3.79           Measures to mitigate potential noise impacts from the operation of the Project were investigated during the EIA study for incorporation into the Project design, as discussed previously and summarised below. 

 

Site selection for the proposed new helipad

 

3.80           The present site was selected subject to stringent operational requirements as detailed in Section 2.

 

Screening structure / Noise barrier

 

3.81           The proposed new helipad at MFT is a good available location as it is located behind the Shun Tak Centre which can provide noise screening effect to the nearby NSRs.  It is considered not feasible to install a boundary wall around the proposed new helipad or the roof of the inner pier due to limited size of the proposed site and flight safety issues.  It is also not feasible to build a noise barrier/ structure between the two Shun Tak Office Towers as it would encroach upon the private lot boundary of Shun Tak Centre.  The effects of such barriers would be limited anyway as the height of the noise barrier would need to be over 20m high only to alleviate the impact to one NSR (the Bauhinia) when helicopters are approaching form the west.  Due to site constraints, it is also not practical to install a noise barrier/wall as a noise screening for the existing helipad.

 

Helicopter type control (Treatment of noise source)

 

3.82           For the helipad expansion project, a larger new helicopter type S92 was considered at the earlier stage.  However, after detailed noise assessment, to reduce noise impacts to the environment, it is recommended not to use the S92 helicopter type which would have larger noise emissions, and to adopt the existing helicopter type of S76C+ or other helicopter types with lower nosie emission level than S76C+ as one of the mitigation measures.  As S76C+ has long been used at the existing MFT heliport, in view of providing flexibility for future helicopter operations, it is not practicable to recommend a total replacement of the S76C+ fleet as there is no such provision under the current contract agreement with the existing helicopter operator.  It is proposed to request the existing helicopter operator to use lower noise emission helicopter when the existing helicopters S76C+ reach the end of their life cycle and need to be replaced, so as to reduce the noise impacts.    

 

Flight frequency control of New Helipad

 

3.83           All direct noise mitigation measures were exhausted in the assessment taking into account the specific site conditions and constraints, and the current proposal of the Project with control of flight frequency is already the maximum practicable (refer to Section 3.74-3.77).  The Project would ensure that the noise impacts from the new helipad would comply with the proposed noise criteria, and that the cumulative noise levels from the existing and new helipads at the representative NSRs would not be more than the existing conditions (existing allowable flight frequency at the MFT helipad) by 1.0 dB(A). 

 

3.84           To ensure that the proposed new helicopter flight frequency is acceptable in terms of noise impact to the NSRs, any future increase in helicopter movements would be incremental and its noise impact closely monitored. 

 

 

Evaluation of Residual Impacts

 

Construction Phase

 

3.85           With the incorporation of good site practices, no adverse residual impact would be expected.

 

Operation Phase

 

3.86           With the adoption of the recommended mitigation measures, assessment results indicated that the helicopter noise impacts arising from helicopter operation at the new helipad alone would comply with the proposed helicopter criteria of Lmax 85 dB(A) (daytime and evening time) and Leq (4 hour) 65 dB(A) (evening time).  Regarding potential cumulative noise impacts arising from the existing and new helipads, the predicted noise levels at representative NSRs would exceed the criteria affecting approximately 130 flats, due primarily to the existing helipad operation.  The cumulative noise levels from the existing and new helipads at the individual NSRs would not be worse than the existing allowable helipad operation conditions (i.e. without the Project) by 1.0 dB(A), and therefore the residual impact from the Project would not be significant and is considered acceptable.

 

 

Environmental Monitoring and Audit

 

Construction Phase

 

3.87           Construction noise levels at nearest NSRs would be expected to comply with the noise criteria.  Noise monitoring during the construction stage is considered not necessary, however, site audit is recommended to be conducted to check that the mitigation measures are properly implemented.  The environmental audit requirement is described in detail in the standalone EM&A Manual.  

 

Operation Phase

 

3.88           The predicted helicopter noise impacts from the proposed new helipad would comply with relevant criteria.  It was recommended to conduct noise monitoring for operation of the proposed new helipad in the first six years and then further review whether it is necessary to extend the noise monitoring period in light of monitoring data or in case of any change in helicopter types and flight frequency.   The EM&A programme and requirements during the operation phase are presented in the stand alone EM&A Manual.

 

 

 

 

Conclusion

 

3.89           Construction noise impacts would be low due to the limited scale of construction works and the NSRs are located far away from the works area.  Implementation of good construction site practices  was recommended to minimize construction noise disturbance. 

 

3.90           Potential helicopter noise impacts from the Project are the key issue of this EIA study.  A detailed helicopter noise impact assessment was carried out, covering existing helipad operation alone and new helipad operation alone, as well as cumulative impacts from the existing and new helipads, based on conservative predictive modelling assumptions and worst case scenarios. 

 

3.91           The study area of the present MFT site is in an urban environment with high noise background predominantly due to surrounding road traffic (noise levels up to Leq (4 hour) 73 dB(A)), as well as occasional helicopter noise from the current helipad operation (noise levels approximately Leq (4 hour) 65 - 69 dB(A)).  It should be noted that the existing MFT Helipad is an Exempted Designated Project and not governed by the EIAO.  For the purpose of this EIA Study in accordance with the EIAO requirements, in addition to the Lmax 85 dB(A) daytime (0700–1900) noise assessment criterion, evening time (1900-2300) noise assessment criteria of Leq (4 hours) 65 dB(A) as well as Lmax 85 dB(A) were also proposed for the assessment of the helicopter noise impacts from the proposed new helipad. 

 

3.92           All direct measures to mitigate potential noise impacts from the operation of the Project were exhausted during the EIA study, taking into account the specific site conditions and constraints.  The current Project proposal has incorporated the maximum practicable mitigation measures which includes (1) helicopter type control - not to use the larger S92 helicopter type which would have larger noise emissions, and to adopt the existing helicopter type of S76C+ or other helicopter types with lower noise emission; and (2) flight frequency arrangement control.  This would ensure that (1) the helicopter noise impacts arising from new helipad alone would comply with the proposed stringent noise criteria; and (2) the cumulative noise levels from the existing and new helipads at the representative NSRs would not be worse than the existing allowable helipad operation conditions (less than 1.0 dB(A) increase).  Therefore the residual impact from the Project would not be significant and is considered acceptable.

 

3.93           To ensure that the proposed new helicopter flight frequency is acceptable in terms of noise impact to the NSRs, any future increase in helicopter movements would be incremental and its noise impact closely monitored.

 



[1] Measurement for selected representative NSRs including the Bauhinia, Talon Tower and Ka On Building were initially planned.  As the management office of the Bauhinia and the Talon Tower did not allow access to conduct the measurements, therefore nearby alternative locations at Harbour Commercial Building and Wayson Building were used for the Bauhinia and Talon Tower respectively.